Question 27 A built up l-section is formed from plates welded together as shown in the figure. It is to be used as a column L = 3.7 m long. All elements are A36 steel and connected such the section is fully effective. Using the following properties, calculate the flexural buckling stress, Fcr, in MPa using theoretical k. Flanges: b = 170 mm, tf = 10 mm Web: h = 310 mm, tw = 9 mm Write your final answer in two decimal places only.

Question 27 A built up l-section is formed from plates welded together as shown in the figure. It is to be used as a column L = 3.7 m long. All elements are A36 steel and connected such the section is fully effective. Using the following properties, calculate the flexural buckling stress, Fcr, in MPa using theoretical k. Flanges: b = 170 mm, tf = 10 mm Web: h = 310 mm, tw = 9 mm Write your final answer in two decimal places only.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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